期刊文献+

动态松弛方法中虚密度与时间步长的选择

Choices of fictitious densities and time step in dynamic relaxation method
下载PDF
导出
摘要 动态松弛方法将静力问题转化成动力问题进行显式迭代求解,通过设置虚密度可加速收敛。针对虚密度影响收敛时步与计算结果的问题,提出影响收敛速度的时步比概念,从节点运动角度推导出时步计算公式,给出密度设定方法,并采用可变形离散单元法进行编程验证。结果表明:节点平衡位置与密度无关;虚密度加速收敛的关键在于不同单元设置不同密度,使得其拥有相同的收敛时步;按照新提出的密度、时步设定方案进行参数设定,加速收敛效果明显。 Using the dynamic relaxation method, the static problem can be converted into a dynamic one. It can be solved in an explicit iterative scheme. The convergence rate can be accelerated by setting fictitious densities. The problem that how fic- titious densities affect the convergence time step and the final result was studied. The factor affecting convergence rate was defined as the ratio of time step. In consideration of node movement, the scheme to set effective densities and time step was proposed. A program using deformable discrete element method was coded to validate the conclusions. The results show that nodes positions are not related to their densities. It is important to keep different elements hold the same convergence time step by setting different densities in fictitious densities method. Setting time step and fictitious densities by the proposed scheme, the convergence rate can be largely accelerated.
出处 《中国石油大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第1期125-128,133,共5页 Journal of China University of Petroleum(Edition of Natural Science)
基金 国家科技支撑计划项目(2008BAC38B03-02-04)
关键词 动态松弛 虚密度 收敛速度 dynamic relaxation fictitious density convergence rate
  • 相关文献

参考文献12

  • 1TONG P. An adaptive dynamic relaxation method for stat- ic problems [ J ]. Computational Mechanics, 1986 ( 1 ) : 127-140.
  • 2OTI'ER J R H. Computations for prestressed concrete re- actor pressure vessels using dynamic relaxation [ J ]. Nu- clear Structural Engineering, 1965,1 ( 1 ) :61-75.
  • 3CASSELL A C, KINSEY P J, SEFTON 13 J. Cylindrical shell analysis by dynamic relaxation [ J]. ICE Proceed- ings, 1968,39( 1 ) :75-84.
  • 4UNDERWOOD P. Dynamic relaxation [ R ]. Lockheed Report LMSC-D678265, 1979.
  • 5DAVID R Oakley, NORMAN F Knight Jr. Adaptive dy- namic relaxation algorithm for non-linear hyperelastic structures ( Ⅰ) : formulation [ J ]. Computer Methods in Applied Mechanics and Engineering, 1995,126 ( 1/2 ) : 67 -89.
  • 6MICHAEL R Barnes. Form finding and analysis of ten- sion structures by dynamic relaxation [ J ]. International Journal of Space Structures, 1999,14 (2) : 89-104.
  • 7LI Shi-hai, LIU Xiao-yu, LIU Tian-ping, et al. Continuum-based discrete element method and its applications [ C ]. Beijing: UK-China Summer School/International Symposium on DEM, 2008:24-30.
  • 8REZAIEE-PAJAND M, ALAMATIAN J. The dynamic relaxation method using new formulation for fictitious mass and damping [ J ]. Structural Engineering and Me- chanics, 2010,34( 1 ) : 109-133.
  • 9李士军,马大为,朱孙科.动力松弛方法中Rayleigh阻尼参数取值分析[J].计算力学学报,2010,27(1):169-172. 被引量:9
  • 10王泳嘉 邢纪波.离散单元法及其在岩土力学中的应用[M].沈阳:东北工学院出版社,1991..

二级参考文献8

  • 1李敏,强士中.应用动态松驰法分析大挠度弹塑性板的极限承载力[J].西南交通大学学报,1993,28(6):19-22. 被引量:3
  • 2OTTER J R H. Computations for prestressed concrete reactor pressure vessel using dynamic relaxation [J]. Nucl Struct Engng, 1965, 1:61-75.
  • 3OTTER J R H. Dynamic Relaxation[J]. Proc. Inst. Cir. Engrs, 1966, 35:633-656.
  • 4OTTER J R H, CASSEL E, HOBBS R E. Dynamic Relaxation[J]. Proc Inst Civ Engrs, 1966, 34: 727- 750.
  • 5Ted Belytschko, HUGHES J R. Computational Methods for Transient Analysis (Volume 1) [M]. 1983,1:246-265.
  • 6WELSH A K. Discussion on dynamic relaxation[J].Proc. Inst. Cir. Engrs,37:723-750.
  • 7DAY A S. An introduction to dynamic relaxation[J]. The Engineer,1965, 219:218-221.
  • 8倪向贵,邵鹏飞,王宇,王秀喜.动力松弛法在板料成形过程数值模拟中的应用[J].计算力学学报,2001,18(3):345-348. 被引量:4

共引文献102

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部